Time Varying Static Loads
|
|
|
Define a dynamic load case by multiplying static load cases already entered by time functions, which should be defined as a Normal type in the "Time Forcing Functions".
This function is used to reflect the effect of the self-weight in the time history analysis due to seismic loads.
First, define the self-weight using a Time Forcing Function and then assign the Time History Load Case for the self-weight. Next, define a Time History Load Case for the seismic load, selecting the previously defined self-weight time history load case as Subsequent to Load Case" under Order in Sequential Loading" Then perform analysis. This will ensure that when performing seismic analysis considering the self-weight; the self-weight is applied first, and then the seismic load is applied to the structure while maintaining the effect of the self-weight. |
|
|
|
From the Main Menu select Load > Seismic > Time History Analysis Data > Time Varying Static Loads.
|
|
|
|
|